High voltage circuit breaker supported on a base isolating tripod for earthquake protection

Authors

  • B. F. Safi
  • L. T. Pham
  • M. J. Busby DesignPower NZ Ltd, Wellington, New Zealand

DOI:

https://doi.org/10.5459/bnzsee.22.3.145-154

Abstract

The 1987 Bay of Plenty earthquake caused the total destruction of a 220 kV circuit breaker. Failures occurred in the porcelain columns supporting the Interrupter Heads.

There are many other circuit breakers of the same type in the national grid. To protect these circuit breakers from earthquake damage, a proposal is made to replace the existing support stand with a base isolating tripod.

On the tripod, Helical Springs and oil filled dampers are used to control the earthquake induced motion of the circuit breaker. By controlling this motion the forces on the porcelain support column are reduced to a safe level.

The design is modelled using a multi degree of freedom system subjected to Response Spectrum and Time History analyses. The model produces results which are consistent with tests, and confirms the design parameters selected by a single degree of freedom approximation.

The result is an economical tripod stand design which is expected to protect the circuit breaker from earthquake ground accelerations up to twice the level of the 1940 El Centro earthquake. This level of earthquake is considerably stronger than the 1987 Bay of Plenty earthquake.

References

Central Laboratories report 88-B5407, "Bending Tests on Oerlikon Insulator", May 1988, D.H. Jacks.

Central Laboratories Report 88-B5407/1, "Stiffness and Damping Tests on Oerlikon Insulator Tower", July 1988, R.B. Stevenson.

DOWRICK, D J, (1989), "A Comparison of Three Shallow Earthquakes - Edgecumbe 1987, Kalamata 1986, and Imperial V alley 1940", IPENZ Proceedings Annual Conference 1989, Vol 1.

DSIR, Report No. 512091, "Report on Performance Tests on Telescopic Dampers", March 1985.

GILMOUR, R M, and Hitchcock, H C (1971), "Use of Yield Ratio Response Spectra to Design Yielding Members for Improving Earthquake Resistance of Brittle Structure", Bulln, NZ National Soc. for Earthquake Eng. Vol 4, No.2, April 1971.

MATUSCHKA, T, et al (1985), "NZ Seismic Hazard Analysis", Bulln NZ National Soc. for Earthquake Eng. Vol 18, No. 4, December 1985.

PENDER, M J et al (1987), "Edgecumbe Earthquake Reconnaissance Report", Bulln NZ National Soc. for Earthquake Eng Vol 20, No.3, September 1987.

PHAM, L T (1988), "A Base Isolation Design Using Spherically Ended Rollers and Telescopic Shock Absorbers", Bulln NZ National Soc. for Earthquake Eng Vol 21, No.2, June 1988.

RUTLEDGE, A L (1988), "Earthquake Damage a t Edgecumbe and Kawerau Electricorp Substations in the Bay of Plenty Earthquake on 2 March 1987", Bulln NZ National Soc. for Earthquake Eng Vol 21, No.4, December 1988.

SKINNER, R I, Tyler, T G, Heine, A J and Robinson, W H, (1980), "Hysteretic Dampers for the Protection of Structures from Earthquakes", Bulln NZ National Soc. for Earthquake Eng Vol 13, No. 1, March 1980.

WINTHROP, D A, and Hitchcock, H C, (1971), "Earthquake Design of Structures with Brittle Members and Heavy Artificial Damping by the Method of Direct Integration", Bulln, NZ National Soc, for Earthquake Eng Vol 4, No.2, April 1971.

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Published

30-09-1989

How to Cite

Safi, B. F., Pham, L. T., & Busby, M. J. (1989). High voltage circuit breaker supported on a base isolating tripod for earthquake protection. Bulletin of the New Zealand Society for Earthquake Engineering, 22(3), 145–154. https://doi.org/10.5459/bnzsee.22.3.145-154

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